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HomeMy WebLinkAbout13 Brewster Rd plan 16BADERA ENGINEERING, L.L.C. 0 A .. :D v E E HEADER (PER PLAN) A A WINDOW/DOOR OPENING B B F F OPTION # 1 HEADER SIZE ® ® (C 0 6E 1'-0" TO 4'-0" {1) LSTA 9 (1) SSP PERKING (1) CS 20 - (6) 8D NAILS EACH END OF STRAP PER EACH KING STUD (1) A23 (1) A23 1 H8 TOP/BOTTOML= ( ) OF EACH CRIPPLE STUD L= 4'-1" TO 6'-0" (2) LSTA 9 (1) SSP PER KING (SEE NOTE W) (1) A23 (2) A23 ATTACH EACH RAFTER TO HEADER WITH(1) H8. SEE NOTES' L= 6'-1" TO 8'-0" (2) LSTA 9 (1) SSP PER KING (1) A23 (2) A23 L= 8'-1" TO 10'-0" (2) LSTA 12 (1) SSP PERKING (1) A23 (2) A23 OPTION #2 HEADER SIZE ® 0 ® 0 Q V-0" TO 4'-0" (1) - CS 20 W/ (6) 8D (1) SSP (1) CS 20 - (6) 8D NAILS (1) A23 (1) A23 1 H8 TOP/BOTTOM ( } EACH END PER KING EACH END OF STRAP PER EACH KING STUD (SEE NOTE' 4') OF EACH CRIPPLE STUD ATTACH EACH RAFTER TO < L= 4 -1" TO 6 -0" (2) - CS 20 W/ (6) 8D (1) SSP (1) A23 2 A23 ) ( EACH END SEE NOTE'3' PER KING HEADER WITH(1) H8. W/ ) gD (1) SSP " L—_ 6'- 1 TO 8 -0" PER KING (1) A23 (2) A23 EACH END W! ) 8D SSP ,� 11 L= 8 -1 TO 10 -0 PER PER KING (1) A23 (2) A23 EACH END NOTES: 1. HEADERS 4'-1" AND LARGER REQUIRE (2) JACK STUDS AT EACH END OF THE HEADER. 2. CONNECTORS SPECIFIED ABOVE SHALL BE ATTACHED DIRECTLY TO 2X FRAMING MEMBERS. 3. NAIL FULL HEIGHT JACK STUDS TO KING STUDS WITH (2)-10D (0.128" x 3") NAILS PER 8" O.C. 4. STRAP NOT REQUIRED WHERE SHEARWALL HOLDDOWN IS ADJACENT TO OPENING. 5. DETAIL FOR WINDOW AND DOOR FRAMING ONLY. OTHER STRAPS AND TIES NOT SHOWN FOR CLARITY. JUL 14 2022 HEALTH DEPT. P.O. BOX 251 So. ORLEANS, MA 02662 PH: (508)-776-6804 email: jasbadera@gmail.com 01-31-2022 THESE PROJECT DRAWINGS, INCLUDING THE NOTES AND DETAILS, ARE THE SOLE PROPERTY OF BADERA ENGINEERING, L.L.C. ANY USE WITHOUT PRIOR WRITTEN CONSENT IS STRICTLY PROHIBITED. OCOPYRIGHT - BADERA ENGINEERING, L.L.C. A,2 FRAMING AT WINDOW AND DOOR OPENINGS (SECOND FLOOR WALLS) Q 2x4 WALL 2x6 WALL G 6" O.C. 4" O.C. 6x6 DOUG FIR POST 6" O.C. 4" O.C. ++ + + + + + + ® ++ ++ + + + + HOLD DOWN + HOLD DOWN + + + (PER PLAN) ++ + (PER PLAN) ++ + + + + + PLAN VIEW ELEVATION VIEW PLAN VIEW ELEVATION VIEW ♦J z NOTES: NOTES: (D LU 1. ATTACH STUDS AT BUILT-UP CORNER TOGETHER WITH (2) ROWS 1. ATTACH STUDS AT BUILT-UP CORNER TOGETHER WITH (2) ROWS OF 10d (0.148"x 3.0") NAILS AT 6" O.C. FOR 2ND STORY SHEARWALLS. OF 1Od (0.148"x 3.0") NAILS AT 6" O.C. FOR 2ND STORY SHEARWALLS. � V J 2. ATTACH STUDS AT BUILT-UP CORNER TOGETHER WITH (2) ROWS 2. ATTACH STUDS AT BUILT-UP CORNER TOGETHERWITH (2) ROWS OF 10d (0.148"x 3.0") NAILS AT 4" O.C. STAGGERED FOR 1ST STORY OF 10d (0.148"x 3.0") NAILS AT 4" O.C. STAGGERED FOR 1ST STORY SHEARWALLS. SHEARWALLS. �" 1 BUILT-UP CORNER AT 1 BUILT-UP CORNER AT wF END OF SHEARWALL WF END OF SHEARWALL � Q w 0 om Wp w -17 �- �- Cn w w � ry w � o-�-' o om cu O 0'- 0 M �LI LL Q r- CONTRACTOR TO REFER TO ARCHITECTURAL PLANS PREPARED BY PETER MCDONALD ARCHITECT, DATED 01-16-2022, FOR "FORSTHUBER RESIDENCE", 13 BREWSTER, ROAD, WEST YARMOUTH, MA, FOR ALL ARCHITECTURAL INFORMATION, BUILDING DIMENSIONS, ELEVATIONS, SECTIONS, WALL LOCATIONS, WINDOW AND DOOR LOCATIONS AND TYPES, FINISHES, AND ALL INFORMATION NOT SHOWN. *NOTE: THE METAL CONNECTORS SPECIFIED ON THIS PLAN ARE MANUFACTURED BY SIMPSON STRONG -TIE. REFER TO SIMPSON STRONG -TIE CATALOG C-C-2019, FOR PRODUCT INFORMATION AND INSTALLATION INSTRUCTIONS. THESE PROJECT DRAWINGS, INCLUDING THE NOTES AND DETAILS, ARE THE SOLE PROPERTY OF BADERA ENGINEERING, L.L.C. ANY USE WITHOUT PRIOR WRITTEN CONSENT IS STRICTLY PROHIBITED. © COPYRIGHT - BADERA ENGINEERING, L.L.C. "PERMIT SET 01-31-2022" PARCEL ID: MAP 29/13LOCK 141 No. REVISION/ISSUE DATE DRAWING SHEET NAME: STRUCTURAL DETAILS PROJECT No. 2021-029 DATE: 11 /22/2021 SCALE: NONE SHEET NO. SD3 9 OF: 9